International Journal of Trend in Scientific Research and Development

The method of mix design for microsurfacing as described by ASTM and ISSA, clearly stated that the methods for mix design should be used only as a guide. Therefore, a more exact method is needed to provide successful mix designs, based on performance related tests included in the design method rather than relying heavily on the experience of the construction crew with these types of treatments. The two method ‘Laboratory method of mixing and curing microsurfacing mixtures TxDOT, 2004 ' and “A Laboratory Investigation on Bitumen Emulsion Mixes” Tipnis and Pandey, 2001 have been tried in the laboratory but there were some limitations to these methods as balling could not stop completely unless a very careful mixing of the mix is taken care off. Therefore, a different mixing methodology of mixing coarse and fine aggregates with emulsion is explored and is explained. where it is found that forming of a ball during the mixing of aggregates with emulsion appeared to have been solved, and no balling was formed. 

by Abhay Singh | Dr. Shubha Agrawal "A Proactive Maintenance by Using Micro Surfacing for Pavement" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47722.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47722/a-proactive-maintenance-by-using-micro-surfacing-for-pavement/abhay-singh

peerreviewedjournals, reviewpapers, callforpaperhealthscience

The aim of the study was to determine the value of Unconfined compressive strength and CBR values of Soil after stabilizing it with Cement and Polymer. Soil stabilization has been widely used as an alternative to substitute the lack of suitable material on site. The utilization of nontraditional compound stabilizers in soil improvement is developing every day. In this investigation a lab try was led to assess the impacts of waterborne polymer on unconfined pressure quality on sandy soil and CBR Test on clayey soil .The lab tests were performed including grain size of sandy soil, unit weight, and unconfined compressive quality test. The sand and different measures of polymer 2 , 3 , and 4 and concrete 20 , 30 , and 40 were blended in with every one of them into mixture utilizing hand blending in research center conditions. The examples were exposed to unconfined pressure tests to decide their quality following 7 days of restoring. The consequences of the tests showed that the waterborne polymer fundamentally improved the unconfined pressure quality of sandy soils which have weakness of liquefaction. Polymer altered the building properties of soil through physical holding. The amount of polymer required to modify the engineering properties was directly related to specific surface and soil particle coating thickness. Polymer amended soils displayed a reduced performance compared to cement amended soils. 

by Sankalp Jain | Prabhat Kumar Tiwari | Abhay Kumar Jha "An Experimental Study of Soil Stabilization with Cement and Polymer" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47711.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47711/an-experimental-study-of-soil-stabilization-with-cement-and-polymer/sankalp-jain

callforpapercommerce, ugcapprovedjournalsincommerce, commercejournal

Most of the steel structures in India are made of conventional steel sections such as angle, channel and beam sections . However, new hollow steel sections such as square and rectangular hollow sections are gaining popularity in recent steel constructions due to a number of advantages such as its higher strength to weight ratio, better fire resistance properties, higher radius of gyration, lesser surface area, etc. This type of hollow sections can save cost up to 30 to 50 over the conventional steel sections Tata Steel brochure, 2012 17 . But unlike the conventional steel sections these hollow sections do not have standard connection details available in design code or in published literature. To overcome this problem the objective of the present study was identified to develop a suitable and economic connection detail between two square hollow sections which should be capable of transmitting forces smoothly and easy to be fabricated. To achieve the above objective, a square hollow beam to square hollow column connection was selected and modeled in commercial finite element software ABAQUS. This model was analyzed for nonlinear static pushover analysis considering a number of connection details. Following four alternative scheme of connection details were selected for this study i using end plate, ii using angle section, iii using channel sections, and iv using collar plates. The base model rectangular hollow beam welded to one face of the rectangular hollow column is also studied for reference. The performance of the selected connection details are compared and the best performing connection details is recommended for rectangular hollow beam to rectangular hollow column joints. The result shows that the load carrying capacity of the joint and the maximum deformation capacity is highly sensitive to the type of connection used. Also, the location of formation of plastic hinges in the structure which can beat joint or at beam depends highly on the type of connection used. 

by Udit Dubey | Kapil Mandloi | Renu Tiwari "Analysis of High Rise Building Connection for Square Hollow Beam and Column Using Fem Software Abaqus" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47704.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47704/analysis-of-high-rise-building-connection-for-square-hollow-beam-and-column-using-fem-software-abaqus/udit-dubey

callforpapertechnology, technologyjournal

Solid unreinforced pre cast cement concrete paver blocks is a versatile, aesthetically attractive, functional, cost effective and requires little or no maintenance if correctly manufactured and laid. Paver blocks can be used for different traffic categories i.e. Non traffic, Light traffic, Medium traffic, Heavy traffic and Very heavy traffic. In present study work paver blocks of M 40 grade of 80mm thickness for medium traffic with varying percentage of nylon fiber 0.1 , 0.2 , 0.3 , 0.4 , 0.5 is used to improve the compressive strength is casted. After finding optimum percentage of nylon fiber, it has now become very important to look as for the alternative source for natural materials used in concrete i.e. gravels and natural sand. Waste foundry sand WFS is a propitious material that can be used as an alternative for the naturals and i.e. fine aggregates in concrete. The thesis demonstrates the potential of re use for waste foundry sand i.e. industrial by product as a substitute of a fine aggregate in concrete. The fine aggregates i.e. natural sand are replaced with WFS in Three different substitution rates i.e. 2.5 , 5 , 10 , . Several tests were performed to examine the mechanical properties i.e. compressive strength, and flexural strength as well as the durability of concrete. 

by Rajat Singh Rajput | Prabhat Kumar Tiwari | Abhay Kumar Jha "Evolution Properties of Paver Blocks Using Waste Foundry Sand in Concrete" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47703.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47703/evolution-properties-of-paver-blocks-using-waste-foundry-sand-in-concrete/rajat-singh-rajput

callforpaperinternationaljournal, ugclistofjournals, bestinternationaljournal 

Construction industry could be considered as a very important sector for development all over the World and the construction cost is the most important element in it. The construction project can vary from extremely profitable to barely worth it and sometimes end up costing the contractor more than what he or she is getting paid to complete it. In construction industry the aim of project control is to ensure the projects finish on time, within budget and achieving other project activities. Time and cost are two main concerns which increase importance of cost reduction techniques. Reduction of cost of construction is a constant goal for construction industry. One way of reducing construction cost is to develop innovative technologies as well as methodologies to increase productivity. This study was carried out to identify the factors affecting construction cost. The factors were identified based on case studies and market surveys. In this paper, we have studied different techniques for optimization. To minimize the construction cost and duration at each phase is important. It is a need to meet the present day requirements and to complete the project within the estimated time, cost, and available resources. Mainly affecting the factor on cost of project is delay in project and material. Several methods have been developed and applied to analyze the time cost problems, but they can optimize only one parameter. Various low cost material also suggested for optimizing the cost of project along with maintaining the quality and strength of the project. Also various mathematical method and software based models studied for optimization. This study centers on assessing the cost of construction project and compare the construction cost with the optimized cost of the same building by using advance construction techniques and materials. Outcomes of cost study suggest that the construction cost of residential building project is reduced by 20 30 , 10 20 in infrastructural projects and 25 35 in industrial projects than the construction cost. 

by Prof. Yogita Fulse | Aniket R. Zolekar "Cost Optimization of Construction Projects by Using Advance Methods and Advanced Materials" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46322.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46322/cost-optimization-of-construction-projects-by-using-advance-methods-and-advanced-materials/prof-yogita-fulse

internationaljournalsofcomputerscience, callforpapercomputerscience, ugcapprovedjournalsforcomputerscience 

Normal The conventional methods are time consuming and are not efficiently feasible. Hence there is a need to find the other possible ways to assure the performance as well as economical criteria. These enzymes have been confirmed to be very effective and economical. Another benefit of the bioenzyme is that these are environment friendly. The efficiency of bio enzyme depends upon the quantity of dosage, type of soil and curing period. In our country vast areas consist of black soils. As the conservative soil stabilizers like gravel, sand and others are depleting and becoming dear day by day at a very rapid pace, it becomes essential to look towards for alternative eco friendly stabilizers as their alternate. Recently a lot of Bio enzymes have emerged as cost effective stabilizers for soil stabilization. Some such type of bio enzyme, like Terazyme, bagasse ash, lime etc. has been used in the present work. Recently many Bio enzymes have emerged as value powerful stabilizers for soil stabilization. One such bio enzyme, Terrazyme, has been used within side the gift paintings to take a look at its impact at the Unconfined Compressive electricity of the Black Cotton soil. It has been located that Terrazyme dealt with Black Cotton soil suggests vast boom in Unconfined Compressive electricity with longer curing period. 

by Anushka Shrivastava | Dr. Anil Kumar Saxena "An Experimental Study on Soil Stabilization by Using Bio-Enzymes" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47686.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47686/an-experimental-study-on-soil-stabilization-by-using-bioenzymes/anushka-shrivastava

ugclistedjournals, indexedjournal, paperpublication

This thesis is basically based on the comparison of the use of voided slab, RCC Solid slab and RCC Girder. In this study analysis and cost comparison of RCC Solid slab deck, RCC Voided slab deck and RCC Girder is done for superstructure spanning 20 m length. Solid slabs having greater span are uneconomical due to heavy dead load of concrete. To make it economical longitudinal beams are provided for spans greater than 10.0 m. Reinforced Concrete Girder is generally adopted for a fly over or road bridge, but in case of a river bridge with submersible superstructure, the longitudinal beams creates obstruction to the flow of water and results in additional stresses in cross direction on beams. To reduce the self weight of concrete without sacrificing its flexural strength, in solid slab voids are incorporated in concrete section. This technic offers many advantages over a conventional solid concrete slab like reduced material use, lower total cost of construction, and increased structural efficiency. This report also shows that the dead load of bridge superstructure can be reduced by providing voids in concrete where it is unnecessarily provided. Presence of voids within the concrete structure makes analysis of structure very complicated. The analysis of RCC Solid slab, RCC Girder and RCC voided slab deck for various loads as specified in IRC is done using staad pro software for span length of 20 m and width of 15.10 m. The analysis illustrates the behavior of bending moments, Shear Force, displacements, reactions for various load conditions. It is concluded that use of voided slab is more feasible for 20 m length and 15.10 m width. It is also economical as compared to solid slab and Reinforced concrete Girder. 

by Kunal Songra | M. C. Paliwal "Comparative Analysis and Design of Voided Slab and RCC I Girder with Solid Slab in Bridge Structure" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47679.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47679/comparative-analysis-and-design-of-voided-slab-and-rcc-i-girder-with-solid-slab-in-bridge-structure/kunal-songra

internationaljournalofscience, openaccessjournalofscience, ugcapprovedjournalsforscience 

Bridges are essential for the efficient movement of trains and locomotives, as well as for crossing water courses such as streams across embankments as roads are not allowed to obstruct the natural flow of water. Culverts provide balance to the water flow on both sides of the road, as well as protecting and balancing the embankment in order to reduce flooding. Different types of bridges exist, such as arch, slab, and box. Masonry brick, stone, etc. or reinforced cement concrete can be used to build them. The bridges pass through the embankment and are therefore subject to the same traffic loads that the road carries, so they must be designed accordingly. Depending on where the bridge is located, the cushion will vary. Structures must be designed to take into account the loads empty, full, surcharge, etc. along with factors such as live loads, width, force of braking, load dispersion within the fill, impact factor, and earth pressure. Referrals are required for relevant IRCs. It is necessary to design structural elements that can withstand maximum bending moment and shear force. The culvert crosses over the earthen embankment, so it is subject to the same traffic load as the roads as a result, it has to be designed for such loads acting on the culvert surface. 

by Shweta Singh Baghel | Kapil Mandaloi "Comparative Analysis of Box Culvert with Cushion and Without Cushion Usign Staad-Pro" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47678.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47678/comparative-analysis-of-box-culvert-with-cushion-and-without-cushion-usign-staadpro/shweta-singh-baghel

ugcapprovedmanagementjournal, openaccessjournalofmanagement, paperpublicationinmanagement

Micromixing of Non newtonian fluid in a stirred tank reactor with Rushton turbine is investigated numerically by using E model. It is characterized by the product selectivity of parallel competitive reactions. Model is implemented and is validated using experimental data in the literature. The simulations show that a higher agitation speed, and a feeding location closer to the discharge area of the impeller favor micromixing and the reaction rate. These results provide useful guidelines for the scale up of industrial reactors of non Newtonian fluid with parallel chemical reactions, and the comparison between the experimental and numerical results confirms the accuracy of the simulations. 

by Atibeni, R. | Kamal, M. | Abduelmaged, A. | Ebrahim, A. "Numerical Simulation on Micromixing of Non-Newtonian Fluids in a Stirred-Tank Reactor by Using Parallel Reactions" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47619.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47619/numerical-simulation-on-micromixing-of-nonnewtonian-fluids-in-a-stirredtank-reactor-by-using-parallel-reactions/atibeni-r

callforpaperchemistry, chemistryjournal, openaccessjournalofchemistry 

The use of geo textiles in MSE walls started after the beneficial effect of reinforcement with geo textiles was noticed in highway embankments over weak sub grades. The first geo textile reinforced wall was constructed in France in 1971, and the first structure of this type in the United States was constructed in 1974. Since about 1980, the use of geo textiles in reinforced soil has increased significantly. The first wall to use this technology in the United States was built in 1972 on California State Highway 39, north east of Los Angeles. In the last 25 years, more than 23,000 Reinforced Earth structures representing over 70 million m2 750 million ft2 of wall facing have been completed in 37 countries. More than 8,000 walls have been built in the United States since 1972. The highest wall constructed in the United States was of height 30 meters 98 feet 

Sami Raj Sahu | Deeksha Shrotriya | Abhay Kumar Jha "Study of Reinforced Retaining Wall Over Predictable Considering Different Heights" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47578.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47578/study-of-reinforced-retaining-wall-over-predictable-considering-different-heights/sami-raj-sahu

ugcapprovedjournalswithlowpublicationfees, conferenceissuepublication

Reinforced Earth Wall RE Wall is an internally stabilized wall. Reinforced earth is a composite material formed by the friction between the earth and the reinforcement. By means of friction the soil transfers to the reinforcement the forces built up in the earth mass. The reinforcement thus develops tension and the earth behaves as if it has cohesion.Significant increase in the traffic and congestion across urban areas creates a demand for a better, efficient and economical soil retention system for bridges, underpasses, flyover and any other type of grade separator so the reduce the cost of the construction also to make structure more durable, reduce problem of the construction following points as has been studied. The objective of this study is to study the Cost Effectiveness between Retaining wall and Reinforced Earth Wall at different heights. The economic benefit achieved from the Reinforced Earth Wall increases with the increase in the height of the wall. Further, RE wall can be made more cost economical by using the combinations of different types of Geo grid and back fill material based on the soil and loading conditions 

by Sami Raj Sahu | Deeksha Shrotriya | Barun Kumar "Study of Cost Effectiveness of Reinforced Earth Wall Over Conventional Retaining Wall Considering Different Heights" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47577.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47577/study-of-cost-effectiveness-of-reinforced-earth-wall-over-conventional-retaining-wall-considering-different-heights/sami-raj-sahu

ugclistedjournals, indexedjournal, paperpublication

Bridge is most useful structure for highway Structures and River and Canal structures in without any obstruction of water, traffic is flow out on structures. In Bridge structures many sort of vehicles like little vehicles, light vehicles and substantial vehicles are streaming in inevitably, so primary idea of bridge is the manner by which to end up a safe under different kinds of stacking state of vehicles in a single bearing. By and large the vehicles are stream in structure, the heap of vehicles are Both side scatter in 45 degree from edge of feel burnt out on vehicle in both longitudinal and parallel bearings implies ranges heading and length of Structure headings. So this scattering of load is specifically influenced to best of bridge Deck section and after that longitudinal support and in addition cross brace. After that the long individual from bridge superstructure like brace is transported the heap towards the substructure of Bridge and afterward establishment to soil. The plan of superstructure is by and large utilized with RCC, however nowa days in length range individual from Bridge utilizing with PSC, forget significantly more preferred standpoint and security of Structure. 

by Nitin Singh Raghuwanshi | Abhay Kumar Jha | Barun Kumar "Analysis of PSC Bridge for Highway Structures using Software" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47576.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47576/analysis-of-psc-bridge-for-highway-structures-using-software/nitin-singh-raghuwanshi

ugcjournallist, listofugcapprovedjournals, researchpublication

In this study, a comparative study supported two differing types of bridges i.e. Deck type and Pre stressed deck type using finite element analysis in SAP 2000 is ready , considering same loading class 70 R as per I.R.C. loading. During this study well also prepare a price analysis of both the structures using S.O.R. C.P.W.D. 2014. This sort of bridges is more preferred when it involves connectivity to short distances. So, its necessary to update the analysis and style methods. Here, during this paper, theres an effort to review the comparison of maximum bending moment thanks to super load during a girder and slab bridge an equivalent bridge is analyzed as a three dimensional model in finite element software as SAP2000, apply an equivalent loading finished conventional methods and compared the results. The utmost bending moment results obtained from finite element model. 

by Nitin Singh Raghuwanshi | Abhay Kumar Jha | Barun Kumar "Design and Analysis of a Girder Bridge for Highway Structures Using Sap 2000" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47575.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47575/design-and-analysis-of-a-girder-bridge-for-highway-structures-using-sap-2000/nitin-singh-raghuwanshi

callforpaperpapersconference, highimpactfactor, manuscriptpublication

In the last few decades, there has been an enormous increase in traffic volume on highways due to population growth and rapid urbanization. To maintain traffic flow, numerous new highways and flyovers have been built. As part of the modern world, bridge construction has come to be considered of international importance. It provides passage over obstructions without closing off the path below. Recent technological advancements have made conventional bridges obsolete. Innovative and cost effective structural systems have replaced conventional bridges. These days, box type bridges are becoming more popular in modern highway systems, including urban interchanges, because of their efficient dispersal of congested traffic, their economic considerations, and their aesthetic appeal. The structures have many advantages that are useful in freeway and bridge construction, including structural efficiency, serviceability. 

by Piyush Tiwari | Abhay Kumar Jha | Barun Kumar "Analysis and Design of Box Underpass Bridge Using Software" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47525.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47525/analysis-and-design-of-box-underpass-bridge-using-software/piyush-tiwari

callforpaperpharmacy, pharmacyjournal, internationalpeerreviewedjournal

Structural planning and analysis is an art and science of designing with economy, elegance and sturdiness. Structural designing requires an in depth structural analysis on which the planning is predicted, to compete within the ever competitive market, The use of software can save many man hours and efforts in structural analysis and an effort was made in the present study to achieve this objective. The purpose of this study is to analyze and design the solid deck slab bridge by STAAD Pro and manual method under different loading conditions. And also the analysis results in term of shear, bending moment, axial force and deflection were checked by STAAD Pro which is passes through many different load combinations. The maximum design moments resulting from the combinations of various loading cases.part 1 The study deals with the planning and analysis of Solid Deck Slab using Staad Pro software. In this study solid deck slab having 8.2 m long span and the thickness of slab 0.65 m and the slab is simply supported. The drafting and detailing work was completed using AutoCAD software and thereafter the entire design work was completed using “Staad Pro v8i ss6. 

by Pooja Kumre | Abhay Kumar Jha | Barun Kumar "Analysis and Design of Reinforced Concrete Solid Slab Bridge" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47524.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47524/analysis-and-design-of-reinforced-concrete-solid-slab-bridge/pooja-kumre

callforpapertechnology, technologyjournal

It has been estimated by World Health Organization WHO that about 5 of total CO2 released into the atmosphere is from cement industry. Besides being an natural toxin, the measure of warmth energy needed for creation of concrete is around 1500 °C which requires more energy. Cement concrete produced with ordinary cement are to be replaced by eco friendly concrete. Locally available waste material like rice husk ash, cow dung ash, animal waste ash etc can be a better option for the replacement of cement in concrete up to an extent. This paper presents the possibility of utilizing Cow dung ash CDA as a supplementary cementing material in cement concrete. Trial examinations completed to concentrate on the cow waste debris on the strength of cement. Concrete was to some extent supplanted with four rates 5 , 10 , 15 , and 20 of cow manure debris by weight. The compressive strength and flexural strengths of the concrete specimens were determined at 7, 14 and 28 days respectively. From the outcomes significant ends can be attracted terms of different boundaries like workability, flexural strength and compressive strength. 

by Kapil Batham | Prof. M. C. Paliwal "Use of Cow Dung Ash in Eco Friendly Concrete" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46459.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46459/use-of-cow-dung-ash-in-eco-friendly-concrete/kapil-batham

openaccessjournalofengineering, engineeringjournal, paperpublicationforengineering

Now an afternoon the human lifestyles and the surroundings have often been endangered through the herbal risks like earthquake, tsunami, flood, cyclone and landslides. As a effect of which the human society and the nation's financial system get hampered at once after the incidence of a herbal disaster. In growing international locations like India, wherein the populace may be very huge and is growing day through day, the social and financial elements pressure the humans to stay in susceptible areas, because of which the results of those herbal screw ups are catastrophic. 

by Praveen Verma | A. K. Jha | Barun Kumar "Design of Multi-Storied Buildings Considering Seismic Response" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46475.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46475/design-of-multistoried-buildings-considering-seismic-response/praveen-verma

callforpapermedicalscience, medicalsciencejournal, manuscriptsubmission

In industrial structures trusses are assembled using bolted, riveted and welded joints as per load distribution. In India general steel structure which we use is FE 345 grade, which is heavy, and rigid to bear machinery load. These structures are comparatively much costlier than RCC structures. For his or her assembling cranks are required to repair at the precise position as manually theyre impossible to lift. These structures have got to bear machinery loads and super load of workers. In our study we are performing analysis of such structure considering material other that General steel hot rolled . In this study we are analysing the same structure with same loading conditions using Cold formed steel structure. In this study we are comparing both the structures for lateral pressure using analysis tool Staad.pro which is advance analysis tool with optimization option for cost effective design. Research work and tried to look at different properties of concrete like compressive quality, split rigidity, and flexural quality. 

by Ashutosh Udainiya | Dr. P. K. Singhai | A. K. Jha | Barun Kumar "Analysis of Commercial Building with Two Different Materials Considering Framework Gantry Load Using Software" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46473.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46473/analysis-of-commercial-building-with-two-different-materials-considering-framework-gantry-load-using-software/ashutosh-udainiya

callforpaperarts, artsjournal, peerreviewedjournal 

Looking to the past records of earthquakes, theres expansion inside the interest of quake opposing structures which may be fulfilled by giving the shear wall frameworks inside the structure. Furthermore inferable from the principal quakes inside the new taps the codal arrangements updated and executing extra weight age on seismic tremor style of construction. Typically shear divider will be illustrated as the underlying vertical part that is prepared to oppose a blend of shear, second and hub load iatrogenic by parallel burden and gravity load move to the wall from various help. This research work centers on the correlation of seismic investigation of private structures utilizing supporting and shear walls. The investigation of the building is conveyed in each of the four seismic which are Zone III and Zone IV. This investigation contains understanding the key parts responsible for the construction to perform severely during a seismic tremor, with the goal that they acquire their reasonable attributes for the further quakes. Demonstrating of the design will be done through STAAD professionals. V8i programming. Times pan of the design in bidirectional is reestablished from the programming itself just according to IS 1893 part 1 2002 

by Sonal Asnani | Prof. Rashmi Sakalle "Comparison of Seismic Analysis of Multi Storyed Building Using Shear Wall in Seismic Zones III and IV" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46437.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46437/comparison-of-seismic-analysis-of-multi-storyed-building-using-shear-wall-in-seismic-zones-iii-and-iv/sonal-asnani

callforpaperphysics, physicsjournal

Impact of wind load as a marvel on structures, especially tall plans cant be unseen. Its major to ponder the deferred result of wind in style and appraisal of plans. The plan is explored for the gravity loads and besides for the equivalent loads for example wind load in zone ii Bhopal , zone iii Nagpur , zone iv Delhi , zone v Calcutta , zone vi Darbhanga .The structure is made on the thing known as staad.pro v8i. This appraisal is the assessment of the Reinforced strong cement multi story building G 10 . The codes utilized for the evaluations of Dead weight are IS 875 Part 1 1987 ,for live weight the code IS 875 Part 2 1987 and for the incorporates of wind power in various breeze zones are IS 875 fragment 3 1987.The deferred result of these appraisal shows the adjustment of forces, departures responses and weight of steel the proportion of partner material expected to negate equivalent loads will increase without a doubt. Amount of essential material expected to go against sidelong loads will augment profoundly. 

by Subodh Kumar | Prof. Priyanka Dubey "Seismic Analysis & Design of Reinforced Concrete Multistory Building under Different Zone's" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46404.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46404/seismic-analysis-and-design-of-reinforced-concrete-multistory-building-under-different-zone's/subodh-kumar

callforpapertechnology, technologyjournal